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6MIN, VARIES IEEE NOTE i 6 MW.
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(SEE NOTE 8)
IIIE NOTE S1
PAVED
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DPoYEWAY REWIRED
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6' MIN
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IOEWIW( "'EXPANSIONJOINTRYP.1 (SEE NOTE SI
SECTION O ISEE STD, PLAN 1.21
ITT"R(IYP.1 6mEWuiS )M
DIFFERENCE INSLOPE MAIL \I
�-DRIVEWAY WI THE 6LOPEI6lOPE 6NOY•J EXAGGEMTEDI
CEMENT
CONCRETE
SWEWAL
TYPE R1B - ISOMETRIC VIEW
(RESIDENTIAL, WITH BUFFER)
CEMENT CONCRETE
CURB A GUTTER
(6EE NOTE 3)
For NOTES STD. PLAN 104.2 1
��Y o STD, PLAN - 104.3
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY pPR ED:
?± DEPARTMENT ENTRANCE - TYPE R'1 B 1
INTO
AT'
ELEVATION AT CENTERLINE
Gregg Zimmerman, Public Works Administrator
TRACT B
l/ <
_ CEMENTCONCRETE
CUM& GUTTER
(SEE NOTE 3)
CEMENT ! / = DEPRESSED MONOUTHIC
CONCREI6 \ ! CURB d GUTTER
SIDEWALK l j" (SEE DETAI L THIS SHEET)
TYPE C213 - ISOMETRIC VIEW
(CCIMMERCIAL, WITH BUFFER)
NOTES
1. When a driveway width exceeds 15 feet, construct a full depth
expansion joint with 318" joint filler along the driveway lane lines FACE OF CURa
(see std. plan 102). Construct expansion joints parallel with the SEED ~- SEE DEPRESSED CJRB DETA6
centerllne as required at 15' maximum spacing when driveway CONTRAMION JONr slrr on THIS SHEET
widths exceed 30, STO FLAN 102 s 1W. 11 .
b i TOP OF
1? R. - ROADWAY
2. See std. plan 102 for sidewalk details. I j i ; w
3. Curti and gutter shown, other curb designs may be specified. , • ,
See std. plan 101 for curb details. , ° Ur
4. Not used. `'-- -
1,-or 11-r -I
5. The engineer will design all driveways to Include elevatlons at all NOTE DRNEWAYLONGnuDINALEXPAN&ON
points marked with symbol "X". All elevations are at the back of JOINTa OLI H FULL DEPTH
DEPRESSED MONOLITHIC CURB 6 GUTTER DETAIL
curb top on uphill side.
6. Not used.
7. For Driveway Widths see DRIVEWAY STANDARDS
(See NOTE 10). The expansion joints (see aid. plan 102) shell be
spaced as shown In the corresponding Isometric view.
B. Slopes shall comply with sections R303.2.1 or R3113.2.2 or FACE OF ADJACENT CURB
R303.2.3 of the Revised Draft Guidelines for Accessible Public f•
Rigbts-of-way of NOvcmbcr 23, 2005 (PROWAG).
9. Curb returns for any Type C•MAX Driveway may be approved on I , �; I
a Ca" -case basis. '. ° �� �81lrMR SURFACE
D I
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10. STREET STANDARDS - Renton Municipal Cade (RMC)
Title IV Development Regulations
CHAFFER 6 STREET AND UTIUTY STANDARDS
Section 4-6-060 STREET STANDARDS DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCUIL DRIVEWAYS, ANDALLEYS
DRIVEWAY STANDARDS = Renton Municipal Code (RMC) _
Title IV Development Regulations Driveway Example: TYPE C1B
CHAPTER 4 R=ReaWemeal, C=Conwm M , f
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS NurtlbarcfLams, --
Section 4-4-ON PARKING, LOADING AND DRNEWAY (MAXI Lams Commercial)
REGULATIONS B.Buffer (Plarding Strip), Blank -No BuRar
* PUBLIC WORDS CEMENT CONCRETE DRIVEWAY
ND PRO IPD. - 1t742
DEPARTMENT ENTRANCES - NOTES ADETAILS��
h
ELEVATION AT CENTERLINE
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ITALE1530'
510 TRACT 510VERTICALSCALE
...... ................ ...................... . . . . . . . . . . . . . . . . .CB' 5 �fiYPE 1 GRATE-521.07
m IE=516.57, 12"
U PRIVATE
20+00 21 +00 22+00
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
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12/12/2018
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SEE SHEET 12
CB 4 T
a4
CENTER LINE INT'X a
STA. 20+00.00, TRACT B
STA. 4+69.60, NE 3rd CT.
AS -BUILT
REVISED ROCKERY TO SAVE TREE
REVISED VAULT PER CITY COMMENTS
REVISED
PER
CITY
COMMENTS
REVISED
PER
CITY
COMMENTS
REVISED
PER
CITY
COMMENTS
REVISED
PER
CITY
COMMENTS
SEE NOTE 2
2'- 0'
FACE OF
CURB �..5
CENTERLINEOF
FRAME 6 GRAT°
6 1/2"
13"
5 1/2"
1" (I.oe')
1/2" R.
1" R.
MATCH
ROADWAY
SLOPE
IIIT
P
_
"
RECESS
i" R.
SECTION O
SEE NOTE 2
I -
Y
PLAN VIEW
FRAME AND PRATE - NOT INCLUDED
IN CUM AND GUTTER BIC ITEM
TOP OF
ROADWAY
ADJUSTMENT SECTION - NOT INCLUDED
IN CURB AMC GUTTER BID ITEM
N
CATCH BASIN - NOT INCLUDED
IN CURB AND GUTTER BID ITEM
GEN--RAL NOTES:
1. The intent of this design Is to facilitate the removal
of a catch basin with minimal disturbance
of the Curb.
2. The expansion joints of the
adjacent sidewalk shall
be adjusted to be in
line with these curb
expansion joints.
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�(+ PUBLIC WORKS
Z DEPARTMENT
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ISOi ETIRIC VIEW
CEMENT CONCRETE CURB
INSTALLATION AT
CATCH BASINS
45LF., 12" LCPE@S=8.13% Q
CB 5, TYPE 1 A7
GRATE=521.07
IE=516.57, 12" I
PRIVATE I
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STA. 20+34.79
S,
STA. 4+69.60. 13.0' RT. Q4
CENTER 20' DRIVEWAY APPROACH
STD. PLAN # 104.3
INSTALL FIXED WOODEN PO`.
W/DROP CHAIN AND LOCKS
DLO 12/2018
DLO 9/2018
STD. PLAN - 101.1
PPROXXED:
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6/2018
SURVEYED:
TERRANE SURVEYING
SCALE:
DLO
2/2018
DESIGNED:
D.L. OFFE, P.E.
DLO
1/2018
DLO
9 2017
DRAWN:
D.L. OFFE, P.E.
ONE INCH
DLO
2/201 7
CHECKED:
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPROVED:
TYPE 'A' TYPE 'B'
1" ® 45' CHAMFER ALL AROUND TOP
PAINT TOP 5" WHITE ALL AROUND
REFLECTIVE MARKER (TYPICAL BOTH SIDES)
7-1/2" X 7-1/2" 1" DEEP NOTCH ALL AROUND
PRESSURE TREATED CEDAR POST
1/2" 0 45' CHAMFER ALL EDGES
2 5
GALVANIZED STEEL HASP FOR LOCK
(2)/j4 HORIZ. TOP &BOTTOM
& (2)J{4 VERTICAL (PER SIDE) x6" STEEL HINGE WELDED TO 9-1/4"x9-1/4" STEEL
[DDOOR WITH 3/4" RADIUS CN 2 OPEN CORNERS
30" ND PLATE SPACER.
1/4" GALVANIZED STEEL PLATE SPACER
1/4" CHAMFER 1/2" DIA. x 2" AVCHOR BOLT, WELDED TO SPACER
2"x3/8" JOINT MATERIAL
ASPHALT.. CONCRETE SIDEWALK
„ RUSHED SURFACING
I.,. 18 12,.
I_1I 6-I
12"
CRUSHED SURFACING
8-1/4"
NOTE:
2" MINIMUM CLEARANCE BETWEEN REBAR
& CONCRETE SURFACE.
REMOVABLE WOODEN BOLLARD
p� ADOPTED
GtiSY
CITY OF RENTON
"""��■��-
STANDARD PLANS
LST DATE: 04/04
DATE REVISION BY�PPWD DWG. NAME: H021 SP PAGE: H021
VERTICAL CURB & GUTTER
PER C.O.R. STD PLAN 101
EMERGENCY ACCESS CENTERLINE
STA. 45+07.90, NE 4th ST.
STA. 22+03.53, TRACT B
STA. 45+08.57, 33' LT.
CENTER 20' DRIVEWAY APPROACH
STD. PLAN # 104.3
20.5' PRIVATE TRACT
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10' 10'
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4"MIN. CLASS "B" ASPHALTIC CONCRETE
PAVEMENT- 2-2" LIFTS REQUIRED
6"MIN. CRUSHED SURFACING TOP COURSE
CRUSHED SURFACING BASE COURSE TO BE
DETERMINED BY FIELD CONDITIONS
TRACT B ROAD SECTION
(PRIVATE)
N.T.S.
CONSTRUCTION RECORD DRAWING
THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED
BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED
INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD
VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY PACIFIC COAST SURVEYS, INC.,
ON DECEMBER 10, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE
WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED
PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED.
RECORD DRAWINGS R-391914
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
a
J
8 AS -BUILT 12-12-2018
DATE:
VERTICAL: NAVD 19158
83/1 • R E NTO N 14 PLAT 12/ 12/2018 z
HORIZONTAL: NAD 1983/1991 CITY OF
FIELDBOOK:
RENTON KENDALL HOMES, INC. PAGE: O
DATUM ROAD/PAVING/STORM DRAINAGE PLAN & PROFILE DRAWING N0:
Planning/Building/Public Works Dept. 6201 NE 4th STREET z
SHEET: 14 OF:2 Q LU
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